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Volumn , Issue , 1996, Pages 505-511

Residential applications of cold-formed structural members in Australia

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING MATERIALS; CODES (STANDARDS); DAMPING; FLOORS; METAL FORMING; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL LOADS; TENSILE STRENGTH; YIELD STRESS;

EID: 3042653008     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (5)

References (5)
  • 1
    • 3042538380 scopus 로고
    • Three dimensional analysis of sigma truss chord
    • School of Civil and Mining Engineering, University of Sydney, April
    • Centre for Advanced Structural Engineering, "Three Dimensional Analysis of Sigma Truss Chord", Investigation Report S940, School of Civil and Mining Engineering, University of Sydney, April 1993.
    • (1993) Investigation Report , vol.S940
  • 2
    • 3042677804 scopus 로고
    • Additional torsion tests of sigma chord truss
    • School of Civil and Mining Engineering, University of Sydney, August
    • Centre for Advanced Structural Engineering, "Additional Torsion Tests of Sigma Chord Truss", Investigation Report S955, School of Civil and Mining Engineering, University of Sydney, August 1993.
    • (1993) Investigation Report , vol.S955
  • 4
    • 3042582396 scopus 로고
    • Floor vibration - A serviceability problem
    • Institution of Engineers, Australia, Sydney, September
    • Ohlsen, "Floor Vibration - A Serviceability Problem", Proceedings, Australasian Structural Engineering Conference, Institution of Engineers, Australia, Sydney, September 1994.
    • (1994) Proceedings, Australasian Structural Engineering Conference
    • Ohlsen1
  • 5
    • 0003542825 scopus 로고
    • (Revision of AS 1538-1988), DR 95246, June
    • Standards Australia/Standards New Zealand, "Cold-Formed Steel Structures" (Revision of AS 1538-1988), DR 95246, June 1995.
    • (1995) Cold-formed Steel Structures


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.